文件名称:buckling-of-beam-
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利用matlab计算了欧拉梁的静力与屈曲计算，以及平面任意曲梁的静力计算。-buckling and static analysis of Euler and curved beam
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新建文件夹\二节点-欧拉梁 - 圆环线性屈曲\AssembleStiffnessMatrix.m
..........\............................\DengCanYuan.m
..........\............................\main.m
..........\............................\SmallAndDisplacement.m
..........\............................\SmallAndDisplacement1.m
..........\............................\StiffnessMatrix.m
..........\............................\StressStiffnessMatrix.m
..........\平面曲梁的空间变形+frenet转换矩阵+矩阵分开写-三自由度-曲率为零-正确--大变形曲梁 -切应变分开\AssembleStiffnessMatrix.m
..........\............................................................................................\DengCanYuan.m
..........\............................................................................................\JR.m
..........\............................................................................................\main.m
..........\............................................................................................\MatrixBST.m
..........\............................................................................................\MatrixBU.m
..........\............................................................................................\MatrixBV.m
..........\............................................................................................\MatrixGST.m
..........\............................................................................................\mutiplybig.m
..........\............................................................................................\N_xieta.m
..........\............................................................................................\N_xieta2.m
..........\............................................................................................\ShapeFunction.m
..........\............................................................................................\SmallAndDisplacement.m
..........\............................................................................................\StiffnessMatrix.m
..........\............................................................................................\StressStiffnessMatrix.m
..........\............................................................................................\TRANSA.m
..........\二节点-欧拉梁 - 圆环线性屈曲
..........\平面曲梁的空间变形+frenet转换矩阵+矩阵分开写-三自由度-曲率为零-正确--大变形曲梁 -切应变分开
新建文件夹